mson - gov · mson important notes this seal indicates that mason and associates ltd.(mal) has had...

CLIENT

A N D A S S O C I A T E S L T D

13 Par-La-Ville Road, Hamilton HM 11

Phone: (441) 292-1327

Email: [email protected]

www.mason.bm

M SON

IMPORTANT NOTES

This seal indicates that Mason and Associates

Ltd.(MAL) has had direct or indirect input into

specific design elements of the works. As such

our company must be afforded the opportunity to

inspect the work as it progresses to ensure

conformity to the related design details,

specifications and notes. If we are not accorded

the privilege of inspecting the work on site before

it is covered up or otherwise hidden or if variations

to the original details are made without written

approval by the engineer of record, Mason and

Associates Ltd. will assume no responsibility for

the works. Client is still required to contact

Building Control for inspections.

REVISIONS

No. DATE BY REVISION

PROJECT DETAILS

DRAWN BY:

CHECKED BY:

TITLE

JOB No:

DATE:

REVISION: SHEET No:

MAL ENGINEER COMMENTS INSPECTIONDATE

FORT GEORGE

COMMUNICATIONS ENCLOSURE

19 FORT GEORGE HILL

TOWN OF ST. GEORGE

EXISTING SITE PLAN

CKL

KJH

14524

AUGUST 21, 2019

S1

EXISTING BURIED

CONDUIT (TO BE

VERIFIED WITH OWNER)

ISSUED FOR

CONSTRUCTION

Scale: 1/16" = 1'-0"

EXISTING SITE PLAN

IC

SLAB

FORT

GEORGE

FORT GEORGE HILL

GOLF

COURSE

TOWER

EXISTING

ENCLOSURE

AND SLAB

NTS

ZONE MAP

GOVERNMENT OF BERMUDA

MINISTRY OF PUBLIC WORKS

GENERAL POST OFFICE BUILDING

3RD FLOOR, 56 CHURCH STREET

HAMILTON HM12

BERMUDA

SITE

Scale: 1:2500

LOCATION PLAN

7 Jan 2020

7'-0" HIGH SECURITY FENCE

(SEE DRAWING S7)

CLIENT



Phone: (441) 292-1327


www.mason.bm

M SON

IMPORTANT NOTES















REVISIONS


PROJECT DETAILS

DRAWN BY:

CHECKED BY:

TITLE

JOB No:

DATE:

REVISION: SHEET No:


FORT GEORGE


19 FORT GEORGE HILL

TOWN OF ST. GEORGE

PROPOSED SITE PLAN

CKL

KJH

14524

AUGUST 21, 2019

S2

ISSUED FOR

CONSTRUCTION

Scale: 1/16" = 1'-0"

PROPOSED SITE PLAN

IC

43

'-9

"

17'-3"

2

'

-

0

"

20'-1"

SLAB

FORT

GEORGE

FORT GEORGE HILL

GOLF

COURSE

TOWER

NEW 6'-0" WIDE GATE





HAMILTON HM12

BERMUDA

NEW ENCLOSURE

AROUND EXISTING

COMMUNICATIONS

BUILDING

5

'

-

1

1

"

1

7

'

-

1

0

"

7 Jan 2020

REMOVE

EXISTING RAILING

AS NECESSARY

EXISTING COMMUNICATIONS BUILDING

CLIENT



Phone: (441) 292-1327


www.mason.bm

M SON

IMPORTANT NOTES















REVISIONS


PROJECT DETAILS

DRAWN BY:

CHECKED BY:

TITLE

JOB No:

DATE:

REVISION: SHEET No:


FORT GEORGE


19 FORT GEORGE HILL

TOWN OF ST. GEORGE

FLOOR AND FOUNDATION PLAN

CKL

KJH

14524

AUGUST 21, 2019

S3

2

Scale: 1/8" = 1'-0"

FLOOR PLAN

ISSUED FOR

CONSTRUCTION

IC

IC

TOWER

1'-0"

3'-0"

12

'-0

"

17

'-5

"

2'-0

"

44'-1"

2'-0"

1'-0"

20

'-5

"

2'-0

"

COMPACTED

GRAVEL

REMOVE EXISTING BOLLARD

3'-0"

5'-1

0"

13'-1"

3

HEAVY DUTY PVC

UTILITY DOORS

L2

3 No. 48"x96" H

RUSKIN XP500

LOUVERS OR

SIMILAR

APPROVED

HURRICANE

RATED

LOUVERS

HEAVY DUTY PVC

UTILITY DOOR

L1

COMPACTED

GRAVEL

L1

4

1

1

Scale: 1/8" = 1'-0"

FOUNDATION PLAN

2'-0

"

1'-6"

1'-6"

1'-6

"

2'-0

"

16'-0" 6'-0"6'-1"

23

IC

4





HAMILTON HM12

BERMUDA

L1

DN

DN

4'-1

"

3'-7

"

7'-4

"

7 Jan 2020

CLIENT



Phone: (441) 292-1327


www.mason.bm

M SON

IMPORTANT NOTES















REVISIONS


PROJECT DETAILS

DRAWN BY:

CHECKED BY:

TITLE

JOB No:

DATE:

REVISION: SHEET No:


FORT GEORGE


19 FORT GEORGE HILL

TOWN OF ST. GEORGE

ROOF PLAN

CKL

KJH

14524

AUGUST 21, 2019

S4

Scale: 1/8" = 1'-0"

ROOF PLAN

ISSUED FOR

CONSTRUCTION

13'-4"

3'-9

"

1'-0

"

6'-7"

20

'-1

1"

44'-7"

17

'-1

1"

2%

IC

1

S6

2

S6

3

S6

4

S7





HAMILTON HM12

BERMUDA

APPLY BERMUDA ROOF GUARD

ELASTOMERIC ROOF COATING AS PER

MANUFACTURERS INSTRUCTIONS

NEW CONC. ROOF

FORM DECK SPAN

DECK SPAN

SHORING DIAGRAM

BEAM SUPPORTS

NOTE

TEMPORARY SUPPORT

BEAMS AND SHORING TO BE

DESIGNED BY

CONTRACTOR'S REGISTERED

ENGINEER

3'-0"

MAX SPAN OF PROPOSED DECK

UNDER CONSTRUCTION LOADING

7 Jan 2020

CLIENT



Phone: (441) 292-1327


www.mason.bm

M SON

IMPORTANT NOTES















REVISIONS


PROJECT DETAILS

DRAWN BY:

CHECKED BY:

TITLE

JOB No:

DATE:

REVISION: SHEET No:


FORT GEORGE


19 FORT GEORGE HILL

TOWN OF ST. GEORGE

ELEVATIONS

CKL

KJH

14524

AUGUST 21, 2019

S5

OPENING FOR

EXISTING CABLE TRAY

ISSUED FOR

CONSTRUCTION

Scale: 1/8" = 1'-0"

SOUTH ELEVATION

Scale: 1/8" = 1'-0"

NORTH ELEVATION

Scale: 1/8" = 1'-0"

EAST ELEVATION

Scale: 1/8" = 1'-0"

WEST ELEVATION

PLASTER AND

PAINT FINISH

2%

11

'-5

"

12'-0"

11

'-1

1"

2%

24'-0"

4'-5

"

6'-8

"

HEAVY DUTY PVC

UTILITY DOORS

HEAVY DUTY PVC

UTILITY DOOR

3'-0"

7'-0

"

14

'-4

"

15

'-9

"

12

'-7

"

11

'-5

"

5'-10"

1'-0

"

12

'-7

"

1'-0

"

1'-0

"

1'-0

"

14

'-4

"





HAMILTON HM12

BERMUDA

8'-0

"

RUSKIN XP500 LOUVERS

OR SIMILAR APPROVED

7'-4"

7 Jan 2020

CLIENT



Phone: (441) 292-1327


www.mason.bm

M SON

IMPORTANT NOTES















REVISIONS


PROJECT DETAILS

DRAWN BY:

CHECKED BY:

TITLE

JOB No:

DATE:

REVISION: SHEET No:


FORT GEORGE


19 FORT GEORGE HILL

TOWN OF ST. GEORGE

SECTIONS

CKL

KJH

14524

AUGUST 21, 2019

S6

2

S4

SECTION

Scale: 3/16"=1'-0"

3

S7

ISSUED FOR

CONSTRUCTION

L1

2%

10

"

2'-0

"

3"

DRIP

EDGE

2'-0"

EXISTING ENCLOSURE

EXISTING

SLAB AND

WALLS

COMPACTED GRAVEL

12" CONC. MASONRY

PLASTER

AND PAINT

FINISH

2

S3

1

S4

SECTION

Scale: 3/16"=1'-0"

1

S3

10

"

MARCORE TYPE 'HF' 20 GA

HEAVY DUTY FORM DECK

1

S7

L2

1'-0

"

2'-0"

2

S7

1'-0

"

2'-0"

12" CONC.

BLOCK

3

S4

SECTION

Scale: 3/16"=1'-0"

3

S3

4

S7

11

'-5

"

5

S7

2%

1'-0

"

2'-0"

1'-0

"

2'-0"

15

'-5

"

2'-0"

3"

12" FILLED

CONC.

BLOCK

3"

2'-0

"

2'-0"

10

"

COMPACTED GRAVEL

T16 @ 16" C/C





HAMILTON HM12

BERMUDA

4'-5

"

8'-0

"

12" FILLED

CONC. BLOCK

3"

3"

5'-8

"

EXISTING ENCLOSURE

EXISTING

SLAB AND

WALLS

7 Jan 2020

CLIENT



Phone: (441) 292-1327


www.mason.bm

M SON

IMPORTANT NOTES















REVISIONS


PROJECT DETAILS

DRAWN BY:

CHECKED BY:

TITLE

JOB No:

DATE:

REVISION: SHEET No:


FORT GEORGE


19 FORT GEORGE HILL

TOWN OF ST. GEORGE

SECTIONS AND DETAILS

CKL

KJH

14524

AUGUST 21, 2019

S7

ISSUED FOR

CONSTRUCTION

L1

DRIP

EDGE

T16 @ 16" C/C

COMPACTED

GRAVEL4

S4

SECTION

Scale: 3/16"=1'-0"

4

S3

1

S6

DETAIL

Scale: 3/8"=1'-0"

10

"

3"

T12 @ 6" C/C

T12 @10" C/C

T16 @ 6" C/C

2

S6

FOOTING DETAIL

Scale: 3/8"=1'-0"

1'-0

"

2'-0"

12" FILLED

CONC. BLOCK

T10 @12" C/C

3-T16

3

S6

DETAIL

Scale: 1/2"=1'-0"

10

"

T12 @ 6" C/C

T16 @ 6" C/C

T12 @10" C/C

4

S6

DETAIL

Scale: 3/8"=1'-0"

DRIP EDGE

10

"

3"

MARCORE TYPE

'HF' 20 GA FORM DECK

T16 @ 16" C/C

T12 @6" C/C

T16 @6" C/C

T12 @10" C/C

5

S6

DETAIL

Scale: 1/2"=1'-0"

12" FILLED

CONC. BLOCK

EXISTING SLAB

8"

T16 @16" C/C

GROUT REBAR

INTO SLAB W/ HILTI

HY200 EPOXY

40'-11"

10

"

2'-0"

MARCORE TYPE

'HF' 20 GA FORM DECK

10" FILLED CONC. BLOCK

EXISTING STEPS

1'-0

"

1'-6"

15

'-6

"

12" FILLED CONC. BLOCK





HAMILTON HM12

BERMUDA

6'-8

"

3

S7

2'-0"

7'-0

"

1'-8"

6'-0

"

8'-0

"

2'-0"

NTS

FENCE DETAIL

TERMINAL

POST

FENCE FABRIC

GALVANIZED STEEL 2"

MESH 7'-0" HIGH

10'-0"

MAX.

TOP RAIL

TERMINAL

POST

BRACE

BOTTOM

TENSION

WIRE

GROUND

SURFACE

AUGERED OR

DRILLED HOLE

CONCRETE

FILLED (TYP.)

AUGERED OR

DRILLED HOLE

CONCRETE

FILLED (TYP.)

POST

(INTERMEDIATE)

3"

11

'-7

"

7 Jan 2020

CLIENT



Phone: (441) 292-1327


www.mason.bm

M SON

IMPORTANT NOTES















REVISIONS


PROJECT DETAILS

DRAWN BY:

CHECKED BY:

TITLE

JOB No:

DATE:

REVISION: SHEET No:


FORT GEORGE


19 FORT GEORGE HILL

TOWN OF ST. GEORGE

NOTES

CKL

KJH

14524

AUGUST 21, 2019

S8

ISSUED FOR

CONSTRUCTION





HAMILTON HM12

BERMUDA

GENERAL NOTES1. THESE NOTES APPLY TO ALL DRAWINGS AND ARE TO BE

READ IN CONJUNCTION WITH THE SPECIFICATIONS ANDCONTRACT DOCUMENTS.

2. WHERE A DISCREPANCY EXISTS BETWEEN THE DRAWINGSAND SPECIFICATIONS IT SHALL BE BOUGHT TO THEENGINEER'S ATTENTION.

3. DO NOT SCALE THE DRAWINGS. IF CRITICAL DIMENSIONSARE OMITTED THE ENGINEER WILL PROVIDE UPONREQUEST.

4. ALL DETAILS AND ARRANGEMENTS OF EXISTINGCONDITIONS, DIMENSIONS AND DETAILS ARE TO BE FIELDVERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.CONFLICTS AND DISCREPANCIES ARE TO BE BOUGHT TOTHE ENGINEER'S ATTENTION.

5. CONTRACTOR TO MAKE GOOD ANY DAMAGES CAUSED TOTHE SITE RESULTING FROM THE WORKS, REPAIRING TOMATCH EXISTING OR AS APPROVED BY THE OWNER.

6. CONTRACTOR SHALL SUBMIT A WORK PLAN ON REQUEST.7. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY

MATERIALS, EQUIPMENT AND LABOR TO COMPLETE THEWORK, UNLESS OTHERWISE INDICATED.

8. THE DRAWINGS AND SPECIFICATIONS HAVE BEENDEVELOPED IN ACCORDANCE WITH APPLICABLE BUILDINGCODES, LATEST APPROVED EDITION.

9. THE OWNER'S REPRESENTATIVE SHALL BE GIVEN AMINIMUM OF 24 HOURS NOTICE PRIOR TO ANYINSPECTIONS OF THE WORK. NO WORK SHALL BE COVEREDUP UNTIL SUCH TIME AS THE OWNER'S REPRESENTATIVEHAS APPROVED THE WORK.

10. THE CONTRACTOR SHALL ARRANGE AND COORDINATE IN ATIMELY MANNER ALL NECESSARY INSPECTIONS BYREGULATORY AGENCIES.

11. THE CONTRACTOR SHALL PROVIDE COMPETENTSUPERVISORY STAFF AT ALL TIMES DURING THE WORK.TRADESMEN ARE TO BE SKILLED AND QUALIFIED FOR THETASKS ASSIGNED.

12. CONTRACTOR SHALL PROVIDE ALL SAFETY EQUIPMENTAND GEAR TO CONFORM TO THE NATIONAL HEALTH &SAFETY REGULATIONS APPLICABLE TO BERMUDA.

13. THE CONTRACTOR SHALL COORDINATE ALL SUB TRADESAND SUPPLIES AND DELIVERIES TO THE SITE AND SHALL BERESPONSIBLE FOR THEIR SAFE KEEPING ONCE ON SITE.

14. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS ANDFAMILIARIZE HIMSELF WITH THE SCOPE OF WORK.

15. CONFINE ALL BUILDING OPERATIONS TO THE IMMEDIATEJOB SITE KEEPING SIDEWALKS CLEAR AND UNOBSTRUCTEDAT ALL TIMES. JOB SITE SHALL BE KEPT FREE OFACCUMULATED DEBRIS AND TRASH. ALL CONSTRUCTIONDEBRIS SHALL BE DISPOSED OF PROMPTLY IN APPROVEDDUMP SITES.

16. AT THE COMPLETION OF THE WORK ALL EQUIPMENT,WASTE MATERIAL AND DEBRIS SHALL BE COMPLETELYREMOVED FROM THE SITE AND THE AREA MADE GOOD.

17. WITHOUT COST TO THE OWNER THE CONTRACTOR SHALLPROMPTLY CORRECT ANY DEFICIENCIES OR DEFECTS INWORKMANSHIP AND CONTINUE TO DO SO THROUGHOUTTHE CONTRACTED MAINTENANCE PERIOD.

18. WITHIN REASON THE OWNER SHALL SUPPLY ALL WATERAND ELECTRICITY TO THE CONTRACTOR DURING THEWORK ON SITE.

19. UNLESS OTHERWISE INSTRUCTED ALL MATERIALSEXCAVATED OR REMOVED FROM THE BUILDING AND NOTUTILIZED ELSEWHERE ON THE SITE SHALL BE REMOVED

FROM THE SITE AND DISPOSED OF IN APPROVED DUMPSITES.

20. IF APPLICABLE, OWNER SUPPLIED ITEMS ARE NOTED IN THECONTRACT DOCUMENTS. THE CONTRACTOR ACCEPTSRESPONSIBILITY FOR THE SAFE KEEPING OF ALL OWNERSSUPPLIED MATERIALS AS DELIVERED TO THE SITE.CONTRACTOR SHALL IMMEDIATELY INSPECT ANDINVENTORY ALL OWNER SUPPLIED ITEMS AND BRING ANYDISCREPANCIES OF DAMAGE TO THE OWNER'S ATTENTIONIMMEDIATELY.

A. SITE PREPARATION1. THE CONTRACTOR SHALL PROVIDE THE PROTECTION

NECESSARY TO PREVENT DAMAGE TO EXISTINGPROPERTIES, AND SHALL PROTECT EXISTING TREES ANDVEGETATION WHICH ARE TO REMAIN.

2. THE CONTRACTOR SHALL NOT PERFORM ANY CLEARINGOPERATIONS UNTIL RECEIPT OF SPECIFIC INSTRUCTION INWRITING TO PROCEED, FROM THE ENGINEER. TREES ORSHRUBS OUTSIDE THE EXCAVATIONS OR ELSEWHEREWHICH ARE TO REMAIN SHALL BE PROTECTED FROMINJURY DURING CONSTRUCTION OPERATIONS.

3. THE AREAS AFFECTED BY THE WORKS SHALL BE CLEAREDOF ALL EXISTING STRUCTURES, FENCES, WALLS, DEBRIS, OROTHER GARBAGE AS DIRECTED BY THE ENGINEER

4. THE CONTRACTOR SHALL REMOVE TREE, SHRUBS, GRASSAND OTHER VEGETATION, OR OBSTRUCTIONS INTERFERINGWITH THE INSTALLATION OF NEW CONSTRUCTION, TO BEDEPOSITED ON SITE OR AS SPECIFICALLY INDICATED.REMOVAL INCLUDES DIGGING OUT STUMPS AND ROOTSCOMPLETELY AND BACKFILLING WITH APPROVEDMATERIAL AND COMPACTING TO THE SAME DENSITY ASTHAT OF THE SURROUNDING SOIL.

5. IN ALL CASES, TOPSOIL SHALL BE DEPOSITED ON SITE FORRE-USE ON SITE WHERE DIRECTED; SURPLUS TOPSOILSHALL REMAIN THE PROPERTY OF THE OWNER AND BESTOCKPILED SO AS TO DRAIN SURFACE WATER FREELY ANDSHALL BE COVERED TO PREVENT WIND-BLOWN DUST.

6. THE CONTRACTOR SHALL REMOVE HEAVY GROWTHS OFGRASS FROM AREAS BEFORE STRIPPING.

7. ALL MATERIALS ARISING FROM SITE CLEARANCE(EXCLUDING TOPSOIL) WHICH IS SURPLUS TO ORUNSUITABLE FOR USE IN THE WORKS SHALL BE DISPOSEDOF BY THE CONTRACTOR TO APPROVED TIPPING AREAS ORAS DIRECTED BY THE ENGINEER.

8. THE CONTRACTOR SHALL EXERCISE DUE CARE ANDATTENTION DURING EXCAVATION IN PROXIMITY TOMARKED UTILITIES. SHOULD MARKED UTILITIES BEDAMAGED DURING EXCAVATION THE CONTRACTOR SHALLMAKE GOOD REPIARS TO THE SATISFACTION OF THEOWNER AND UTILITY COMPANY AT THE CONTRACTORSEXPENSE.

9. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF48-HOURS NOTICE TO THE ENGINEER AND MUST RECEIVEWRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANYUTILITY. WRITTEN NOTICE CAN BE IN THE FORM OF ANELECTRONIC MAIL.

B. FOUNDATIONS1. ALL FOOTING AND FOUNDATIONS TO BEAR ON

UNDISTURBED SOUND ROCK. BEARING MATERIAL IS TOREMAIN UNDISTURBED. WHERE THE PRESENCE OF ROCK ISEXPECTED BUT NOT DETECTED. THE STRUCTURALENGINEER SHALL BE RETAINED TO PROVIDE ALTERNATIVE

DETAILS.2. ALL SHORING, SHEETING, AND DEWATERING SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.3. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT

ALL EXISTING STRUCTURES, CURBS, STREETS ETC... FROMDAMAGE BY CONSTRUCTION EQUIPMENT.

4. THE CONTRACTOR SHALL NOT DISPOSE OF ANY LIQUIDS,SLURRY, SPOILS OR CHEMICALS ON SITE EXCEPT ASDIRECTED BY THE OWNERS REPRESENTATIVE ANDAPPROVED BY THE DEPARTMENT OF ENVIRONMENT OROTHER AGENCIES HAVING JURIDICTION.

C. CONCRETE1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301 (LATEST

EDITION). SPECIFICATION FOR STRUCTURAL CONCRETE FORBUILDINGS OR APPROVED EQUIVALENT STANDARD.

2. CEMENT: ASTM C150: TYPE 1 - CAN3-A23.1, TYPE 103. AGGREGATES: ASTM C33 NORMAL WEIGHT.4. STRUCTURAL CONCRETE SHALL ACHIEVE A MINIMUM

CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS ASFOLLOWS UNLESS NOTED OTHERWISE.

5. CONCRETE COVER TO REBARS SHALL BE AS FOLLOW,UNLESS NOTED OTHERWISE:

6. UNLESS NOTED OTHERWISE NO ADDITIVES TO BE USEDWITHOUT THE PRIOR APPROVAL OF THE ENGINEER. NOWATER SHALL BE ADDED TO THE MIX ON SITE WITHOUTTHE PRIOR APPROVAL OF THE ENGINEER.

7. EXPERIENCED PERSONNEL SHALL MECHANICALLY VIBRATEALL STRUCTURAL CONCRETE IN THE APPROVED MANNER.THE CONTRACTOR SHALL HAVE AT LEAST TWO FULLYOPERATIONAL POKER VIBRATORS ON SITE DURINGCONCRETE PLACEMENT.

8. ALL FORMWORK, SHORING AND RESHORING SHALL BEDESIGNED BY THE CONTRACTOR'S REGISTERED ENGINEER.

9. FOUNDATION WALLS, SLABS, BEAMS AND GIRDERS SHALLNOT HAVE JOINTS IN A HORIZONTAL PLANE UNLESSSHOWN OTHERWISE.

A. SLABS ON GRADE, BASEMENTSLAB, FORMED SLAB, BASEMENT WALLS, PIERS,COLUMNS, FORMED BEAMS

3000 PSI

B. SLAB ON METAL DECK 3000 PSIC. FOOTINGS 3000 PSID. MISCELLANEOUS FILL / BLOCK FILL 2000 PSI

A. CONCRETE CAST AGAINST ANDPERMANENTLY EXPOSED TO EARTH.FOUNDATIONS, RETAINING WALLS

3"

B. CONCRETE EXPOSED TOWEATHER

2"

C. CONCRETE NOT EXPOSED TOWEATHER OR IN CONTACT WITHGROUND. SLABS, WALLS, BEAMS,COLUMNS

1 1/2"

7 Jan 2020

CLIENT



Phone: (441) 292-1327


www.mason.bm

M SON

IMPORTANT NOTES















REVISIONS


PROJECT DETAILS

DRAWN BY:

CHECKED BY:

TITLE

JOB No:

DATE:

REVISION: SHEET No:


FORT GEORGE


19 FORT GEORGE HILL

TOWN OF ST. GEORGE

NOTES AND SCHEDULES

CKL

KJH

14524

AUGUST 21, 2019

S9

ISSUED FOR

CONSTRUCTION

LINTEL SCHEDULE

TYPE DIAGRAM SIZE REINFORCING STEEL

L1 12" W x 10" D

2-T16 BOT

2-T10 TOP

T6 @ 5" C/C

L2 12" W x 14" D

3-T20 BOT

2-T12 TOP

T8 @ 6" C/C

CONCRETE FINISH SCHEDULELOCATION SURFACE QUALITY

ALL FACES BELOWGROUND

ROUGHFORMED

As cast concrete texture imparted by form-facing material withtie holes and defects repaired and patched. Remove fins andother projections.

ALL EXPOSED FACESABOVE GROUND

SMOOTHFORMED

As-cast concrete texture imparted by form-facing material,arranged in an orderly and symmettrical manner with aminimum of seams. Repair and patch tie holes and defects.Remove fins and other projections.

MISCELLANEOUSUNFORMEDSURFACES

ALL FORMED

At tops of walls, horizontal offsets and similar unformedsurfaces adjacent to formed surfaces, strike off smooth andfinish with a texture matching adjacent formed surface.Continue final surface treatment of formed surfaces uniformlyacross adjacent unformed surfaces, unless otherwise indicated.





HAMILTON HM12

BERMUDA

D. STEEL DECKING

1. INSTALLATION OF THE STEEL DECK SHALL BE IN ACCORDANCE WITHTHE MANUFACTURER'S SPECIFICATION.

2. STEEL DECKING SHALL COMPLY WITH ASTM-A-446, GRADE C, OREQUAL, HAVING A MINIMUM YIELD STRENGTH OF 40,000 PSI.DECKING SHALL BE GALVANIZED TO ASTM-A-525, CLASS G60 TO G90.

3. THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION LOADS ONTHE STEEL DECKING DO NOT EXCEED THE YIELD STRENGTH OF THEDECK BOTH BEFORE AND AFTER CONCRETE PLACEMENT.

E. REINFORCING STEEL1. ALL STEEL REBARS SHALL BE GALVANIZED WITH A MINIMUM YIELD

STRESS OF 60,000 PSI UNLESS NOTED OTHERWISE.2. UNLESS NOTED OTHERWISE MINIMUM ALLOWABLE LAP LENGTHS

TO REBARS SHALL BE:

3. LOCATION OF AL LAPS SHALL BE SHOWN ON REINFORCEMENT STEELSHOP DRAWINGS AND SHALL BE APPROVED BY THE STRUCTURALENGINEER.

4. REBAR SHALL CONFORM TO ASTM-767 GRADE 60 GALV. WELDEDWIRE FABRIC (MESH) SHALL CONFORM TO ASTM-A-185.

5. REBAR AT ENDS OF CONCRETE LINTELS, STAIRS PAD FOOTING,BEAMS AND SLABS ARE TO HAVE STANDARD BENDS. ANY REBAR,WHICH IS CUT, AND BENT ON SITE SHALL HAVE TWO APPLICATIONSOF A RICH PAINT APPLIED TO THE ENDS AND DAMAGEDAREAS TO THE APPROVAL OF THE ENGINEER.

6. NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESSSPECIFICALLY CALLED FOR OR APPROVED BY THE STRUCTURALENGINEER.

F. MASONRY1. THE AVERAGE COMPRESSIVE STRENGTH OF MASONRY UNITS SHALL

BE 2000 PSI BASED ON THE NET AREA OF THE BLOCK CELL. MASONRYUNITS SHALL CONFORM TO ASTM C90. ALL BLOCKWORK SHALL BELAYED IN RUNNING BOND U.N.O.

2. MORTAR SHALL BE 'TYPE S' IN ACCORDANCE WITH ASTM C270.3. GROUT FOR MASONRY UNITS SHALL BE 2000 PSI CONCRETE WITH

4. ALL CELLS TO BE FILLED ARE TO BE KEPT CLEAR OF OBSTRUCTIONS.ALL CELLS CONTAINING VERTICAL REINFORCING SHALL BE FILLED.CELLS BELOW BEARING BEAMS SHALL BE SOLID FILLED. CELLS ARETO BE SOLID FILLED TO FULL HEIGHT U.N.O.

5. FILLED BLOCK WALLS SHALL BE CONSTRUCTED IN A MAXIMUM OFFIVE COURSE LIFTS. CONCRETE FILL TO STOP AT HALF-HEIGHT OFFIFTH COURSE. PRIOR TO INFILLING, CORES SHALL BE CLEANED OUTOF ALL DEBRIS AND MORTAR FINS. ENSURE ADEQUATE LAP LENGTHOF VERTICAL REINFORCING IS OBTAINED PRIOR TO FILLING BLOCKS.

6. MINIMUM BEARING OF REINFORCED CONCRETE LINTELS AND

7. ALL LAP SPLICES IN BLOCKWORK REINFORCING SHALL BE AS NOTEDIN REINFORCING STEEL.

8. BLOCKWALLS BUTTING UP TO CONCRETE PIERS OR COLUMNENCASEMENTS SHALL BE TOOTHED EVERY 2ND COURSE WITH 8' KEYINTO BLOCKWORK WALL

G. LOADING1. WIND LOAD - ASCE 7, RISK CATEGORY IV EXPOSURE CATEGORY D2.3.

T6 12"T8 15"

T10 18"T12 24"T16 32"T20 40"T25 60"

WIRE MESH 12"

1/8

"

GA

P

6"

MIN.

6"

MIN.

HILTI HIT-RE 500-SD W/ HAS

(3 1/2" MIN. EMBED.) FLAT

WASHER: 5/8"

NUT NYLOCK: 5/8" STD ZC

LOUVER REF

NTS

LOUVER DETAILS

WATERSTOP REF

HEX BOLT 1/4-20 x 1 1/2" LG ZC

WASHER FLAT: 1/4" ZC

NUT NYLOCK: 1/4 - 20 ZC

CONCRETE

2" x 3" x 1/4" THK x 8" LONG

A36 HDG ATTACHMENT ANGLE

FACTORY INSTALLED

1/8"

GAP

1/8

"

GA

P

S.S.D.

(MAX. 48")

S.S.D.

(MAX. 48")

WATERSTOP REF

2" x 3" x 1/4" THK

x 8" LONG

A36 HDG ATTACHMENT

ANGLE FACTORY

INSTALLED

CONCRETE

1/8

"

GA

P

THREADED ROD 6" LG,

(3 1/2" MIN. EMBED.)

FLAT WASHER: 5/8"

NUT NYLOCK: 5/8" STD ZC

HEX BOLT 1/4-20 x

1 1/2" LG ZC

WASHER FLAT: 1/4" ZC

NUT NYLOCK: 1/4 - 20 ZC

LOUVER REF

1/8

"

GA

P

7 Jan 2020

mson - gov · mson important notes this seal indicates that mason and associates ltd.(mal) has had...

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